Introduction of transition zone design for bridge deck link slabs using ductile concrete

ACI Structural Journal

Volumn 106, Issue 1, 2009, Pages 96-105

  Qian, Shunzhi ^a   Lepech, Michael D ^b   Kim, Yun Yong ^c   Li, Victor C ^d  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b Stanford University   (United States)

^c Chungnam National University   (South Korea)

^d UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Cracking; Engineered cementitious composite; Lap splice; Stud

Indexed keywords

BRIDGE DECK SYSTEM; BRIDGE GIRDER; CONCRETE DECK; CONCRETE DECK SLAB; CONCRETE INTERFACE; CONVENTIONAL DESIGN; CRACKING; DEMONSTRATION PROJECT; DESIGN PROCEDURE; ENGINEERED CEMENTITIOUS COMPOSITE; ENGINEERED CEMENTITIOUS COMPOSITES; EXPERIMENTAL TEST; HIGH STRESS CONCENTRATION; INNOVATIVE APPROACHES; INTERFACIAL CRACKING; JOINTLESS BRIDGES; LAP SPLICE; LINK SLABS; LOAD TRANSFER; MICHIGAN; NEW DESIGN; PULL-OUT TEST; PUSH-OUT; SHEAR STUDS; SPECIAL CLASS; SPLICE LENGTH; STEEL GIRDER; STRUCTURAL INTERFACE; STUD; TENSILE DEFORMATION; TRANSITION ZONES; WEAK LINKS;

BEAMS AND GIRDERS; BRIDGE DECKS; COMPOSITE BRIDGES; DEFORMATION; DESIGN; REINFORCEMENT; STRESS CONCENTRATION; STUDS (FASTENERS); STUDS (STRUCTURAL MEMBERS);

CONCRETES;

EID: 68349098814     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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